CN214831950U - Tower column inner seal top support - Google Patents
Tower column inner seal top support Download PDFInfo
- Publication number
- CN214831950U CN214831950U CN202120086432.4U CN202120086432U CN214831950U CN 214831950 U CN214831950 U CN 214831950U CN 202120086432 U CN202120086432 U CN 202120086432U CN 214831950 U CN214831950 U CN 214831950U
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- support
- steel
- column
- tower
- capping
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Abstract
The utility model discloses a capping support in column tower, including supporting rod iron, I-steel crossbeam, I-steel longeron, full hall support, distribution roof beam and panel, it is provided with many and the both sides that the symmetric position is relative in the column tower respectively to support the rod iron, it is intraductal that support rod iron partly sets up pre-buried PVC in the column tower, and inside another part level extended to be located the column tower, the I-steel crossbeam is provided with a pair ofly and sets up respectively on the support rod iron of both sides, and I-steel longeron both ends set up respectively on a pair of I-steel crossbeam, and full hall support shape sets up with column tower capping shape phase-match, and full hall support welds on many I-steel longerons, and the distribution roof beam all sets up many along the top and the side of full hall support, is provided with the panel on the distribution roof beam. The utility model discloses a support of capping itself has the support rod iron, need not support fixedly through the built-in fitting, and the construction is accomplished and also does not have the excision process, has protected the structure and the intensity of pylon, has improved the efficiency of construction.
Description
Technical Field
The utility model relates to a pylon construction support technical field. More specifically, the utility model relates to a capping support in column.
Background
In some large-scale construction projects, the tower column involved in cable tower construction is a variable cross-section tower column with the cross section decreasing from bottom to top in sequence, the height of the tower column is higher, and the tower column is generally divided into a plurality of basic tower columns to be independently constructed upwards section by section in sequence. During the tower construction, set up in the inside interior coping support that is used for fixed inner formword of tower and need support fixed overlap joint through certain support fixing device, current conventional mode is through setting up the built-in fitting in advance, whole support is set up and is supported fixedly on the built-in fitting, cut off the built-in fitting after the construction is accomplished, the built-in fitting generally is the steel construction, in-process that the built-in fitting was cut off, probably destroy original tower structure on the one hand, cause damages such as tower intensity structure, influence whole construction process, on the other hand if the built-in fitting corrodes rust etc. still need carry out local repair to the built-in fitting position on the tower, extra work has been caused.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a capping support in column tower, its itself has the support rod iron, need not support fixedly through the built-in fitting, and the construction is accomplished also and does not exist and cuts off the process, has protected the structure and the intensity of column tower, has improved the efficiency of construction.
To achieve these objects and other advantages in accordance with the purpose of the invention, as embodied and broadly described herein, there is provided an inner capping support for a tower column, comprising a support steel bar, an i-steel cross beam, an i-steel longitudinal beam, a full support, a distribution beam, and a panel, the utility model discloses a tower column, including a plurality of I-steel longerons, support rod steel, the support rod steel is provided with many and the both sides that the symmetry is located the tower column is relative respectively, it is intraductal that support rod steel part sets up pre-buried PVC in the tower column, another part level is extended and is located the tower column inside, the I-steel crossbeam is provided with a pair ofly and sets up respectively on the support rod steel of both sides, I-steel longeron both ends set up respectively on a pair of I-steel crossbeam, the I-steel longeron sets up many and follows I-steel crossbeam length direction align to grid, full hall support shape and tower column capping shape phase-match set up, full hall support welds on many I-steel longerons, the distribution roof beam all sets up many along the top and the side of full hall support, be provided with the panel on the distribution roof beam.
Preferably, the length of the supporting steel bar in the PVC pipe embedded in the tower column is 1.5 times longer than that in the tower column.
Preferably, the distance between the supporting steel bar and the bottom surface of the capping tower column is one meter.
Preferably, the diameter of the PVC pipe embedded in the tower column is larger than that of the supporting steel bar.
Preferably, the outer wall of the part, located in the embedded PVC pipe in the tower column, of the support steel bar is provided with an uneven rubber protrusion.
Preferably, the bamboo gangplank is fully paved on the plurality of I-shaped steel longitudinal beams and then the full-framing support is welded and fixed.
Preferably, the I-steel beam comprises a pair of I-steels on two sides and a sleeve in the middle, the outer ends of the I-steels are respectively arranged on the supporting steel bars on the two sides, and the insides of the I-steels are respectively detachably clamped in the sleeve.
Preferably, the distribution beam is a square timber, and the panel is a wood veneer.
The utility model discloses at least, include following beneficial effect:
1. the utility model discloses the tower is pre-buried PVC pipe in advance when the construction, can be used for inserting the support rod iron of the interior seal crown brace of tower from the area, after the construction was accomplished, only need simply take out and demolish the support rod iron can, do not destroy the structure of tower itself, the construction is simple, demolishs the installation and all makes things convenient for effectively.
2. The utility model discloses a I-steel crossbeam length of seal top support bottom in the column is adjustable to adapt to variable cross section's column structure, make the detachable reuse of I-steel crossbeam.
Additional advantages, objects, and features of the invention will be set forth in part in the description which follows and in part will become apparent to those having ordinary skill in the art upon examination of the following or may be learned from practice of the invention.
Drawings
FIG. 1 is a front view of the capping stand of the present invention;
FIG. 2 is a side view of the capping stand of the present invention;
FIG. 3 is a plan view of the supporting steel bars of the present invention;
fig. 4 is a schematic structural view of the i-steel beam of the present invention.
Description of reference numerals:
1. the tower comprises a tower column, 2 supporting steel bars, 3I-steel cross beams, 4I-steel longitudinal beams, 5 full support frames, 6 distribution beams, 7 panels, 8 sleeves.
Detailed Description
The present invention is further described in detail below with reference to the drawings so that those skilled in the art can implement the invention with reference to the description.
It should be noted that, in the description of the present invention, the terms "lateral", "longitudinal", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, which is only for the convenience of description and simplification of description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention.
As shown in fig. 1 to 3, the utility model provides a tower column inner capping support, which comprises a supporting steel bar 2, an i-steel beam 3, i-steel longitudinal beams 4, a full support 5, a distribution beam 6 and a panel 7, wherein the supporting steel bar 2 is provided with a plurality of steel bars which are respectively symmetrically arranged at two opposite sides of the tower column 1, one part of the supporting steel bar 2 is arranged in a PVC pipe pre-embedded in the tower column 1, the other part of the supporting steel bar extends horizontally inside the tower column 1, the i-steel beam 3 is provided with a pair of steel bars 2 which are respectively arranged at two sides, two ends of the i-steel longitudinal beams 4 are respectively arranged on the pair of i-steel beams 3, the i-steel longitudinal beams 4 are provided with a plurality of steel bars and are uniformly arranged along the length direction of the i-steel beam 3, the shape of the full support 5 is matched with the capping shape of the tower column 1, the full support 5 is welded on the plurality of i-steel longitudinal beams 4, the distribution beam 6 is provided with a plurality of steel bars along the top and the side of the full support 5, a panel 7 is arranged on the distribution beam 6.
According to the technical scheme, a plurality of PCV pipes are pre-embedded below the top of a lower tower column 1 which is constructed in advance and distributed on two opposite sides of the tower column 1, when a top capping support is erected, firstly, a supporting steel bar 2 is installed and horizontally inserted into a PVC pipe, part of the supporting steel bar extends out of the PVC pipe and is positioned inside the tower column 1, secondly, a pair of I-shaped steel cross beams 3 are installed on the supporting steel bars 2 on two sides, a plurality of I-shaped steel longitudinal beams 4 are paved on the pair of I-shaped steel cross beams 3 to form a bottom support platform, then, a fastener type full-hall support 5 is erected on the I-shaped steel longitudinal beams 4, the I-shaped steel longitudinal beams are steel pipe supports and are provided with top supports and bottom supports, namely channel steel, and finally, a longitudinal and transverse distribution beam 6 and a panel 7 are paved on the full-hall support 5, so that the construction of the top capping template support in the tower column 1 is completed.
In another technical scheme, the length of the supporting steel bar 2 in the PVC pipe embedded in the tower column 1 is 1.5 times longer than the length of the supporting steel bar 2 in the tower column 1, so that the supporting and fixing strength and stability of the supporting steel bar 2 are guaranteed. In one embodiment, the support steel rods 2 are 60cm in length inside the PVC pipe and 35cm inside the tower 1.
In another technical scheme, the distance between the supporting steel bar 2 and the bottom surface of the capping tower column 1 is one meter. And (3) embedding PVC pipes one meter below the top of the constructed lower tower column 1 for installing the supporting steel bars 2.
In another technical scheme, the diameter of the PVC pipe pre-buried in the tower column 1 is larger than that of the supporting steel bar 2, so that the supporting steel bar 2 is convenient to install. In one embodiment, the PVC pipe is 110mm in diameter and the support steel bar 2 is 100mm in diameter.
In another kind of technical scheme, support the part outer wall that the excellent 2 lies in the intraductal pre-buried PVC of column 1 of steel is provided with unevenness's rubber arch, supports 2 precession PVC intraductals of steel bar to increase the stability that support the excellent 2 that lies in PVC intraductal.
In another technical scheme, the bamboo gangplank is fully paved on the plurality of I-shaped steel longitudinal beams 4, and then the full-framing support 5 is welded and fixed.
In another technical scheme, as shown in fig. 4, the i-steel beam 3 includes a pair of i-steels on two sides and a middle sleeve 8, outer ends of the pair of i-steels are respectively disposed on the supporting steel bars 2 on two sides, and interiors of the pair of i-steels are respectively detachably clamped in the sleeve 8. The sleeve 8 is of a hollow structure, and the end part of the I-steel can move back and forth in the sleeve 8 right, so that the length of the I-steel beam 3 can be adjusted, the application of various construction conditions is met, and the recycling rate is improved.
In another technical scheme, the distribution beam 6 is square wood, and the panel 7 is a wood-cement board and serves as an inner formwork for pouring concrete.
While the embodiments of the invention have been described above, it is not intended to be limited to the details shown, or described, but rather to cover all modifications, which would come within the scope of the appended claims, and all changes which come within the meaning and range of equivalency of the art are therefore intended to be embraced therein.
Claims (8)
1. The utility model provides a capping support in column, its characterized in that, is including supporting rod iron, I-steel crossbeam, I-steel longeron, full hall support, distribution beam and panel, it is provided with many and the both sides that the symmetry lies in the column is relative respectively to support the rod iron, support rod iron partly set up in the pre-buried PVC intraductal in the column, and another part level extends and lies in inside the column, and the I-steel crossbeam is provided with a pair of and sets up respectively on the support rod iron of both sides, and I-steel longeron both ends set up respectively on a pair of I-steel crossbeam, and the I-steel longeron sets up many and follows I-steel crossbeam length direction align to grid, and full hall support shape and column capping shape phase-match set up, and full hall scaffold weldment welds on many I-steel longerons, and the distribution beam all sets up many along the top and the side of full hall support, is provided with the panel on the distribution beam.
2. The tower column inner capping support of claim 1, wherein the length of the supporting steel bar in the PVC pipe embedded in the tower column is more than 1.5 times of the length in the tower column.
3. The column inner capping support of claim 1 wherein the support steel bar is one meter from the bottom surface of the capping column.
4. The tower column inner capping support of claim 1, wherein the diameter of the PVC pipe embedded in the tower column is larger than that of the supporting steel bar.
5. The tower column inner capping support as claimed in claim 4, wherein the supporting steel bar is provided with rugged rubber protrusions on the outer wall of the portion, located in the PVC pipe pre-buried in the tower column.
6. The tower column inner capping support of claim 1, wherein the full framing is welded and fixed after bamboo gangboards are fully paved on the plurality of I-steel longitudinal beams.
7. The tower column inner capping support of claim 1, wherein the i-beam cross beam comprises a pair of i-beams at two sides and a middle sleeve, the outer ends of the pair of i-beams are respectively arranged on the supporting steel bars at two sides, and the insides of the pair of i-beams are respectively detachably clamped in the sleeve.
8. The tower inner capping bracket of claim 1 wherein the distributor beam is a square timber and the panels are wood veneer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120086432.4U CN214831950U (en) | 2021-01-13 | 2021-01-13 | Tower column inner seal top support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120086432.4U CN214831950U (en) | 2021-01-13 | 2021-01-13 | Tower column inner seal top support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214831950U true CN214831950U (en) | 2021-11-23 |
Family
ID=78954387
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120086432.4U Active CN214831950U (en) | 2021-01-13 | 2021-01-13 | Tower column inner seal top support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214831950U (en) |
-
2021
- 2021-01-13 CN CN202120086432.4U patent/CN214831950U/en active Active
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